HomeMy WebLinkAbout31861-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: 2-32302
Date: 04/18/07
THIS CERTIFIES that the building ADDITION & ALTERATION
Location of Property: 15075
(HOUSE NO.)
County Tax Map No. 473889 Section 117
NEW SUFFOLK AVE
(STREET)
Block 6
NEW SUFFOLK
(HAMLET)
Lot 14.2
SUbdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
MARCH 17, 2006 pursuant to which
Building Permit No. 31861-2
dated
MARCH 20, 2006
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to STANLEY & MARGARET BROWN
(OWNER)
of the aforesaid building.
SUFFOLK CODNTY DEPARTMENT OF HEALTH APPROVAL
N/A
ELECTRICAL CERTIFICATE NO.
111231C
01/29/07
PLUMBERS CERTIFICATION DATED
04/13/07 H.SMITH PLUMBING&HEATING
~4~
ori d Signature
Rev. 1/81
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Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Swom statement from plumber certifying that the solder used in system contains less than 2/1 0 of I % lead.
5. Conunercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildiugs and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
Y\II)07
New Construction: Old or Pre-existing Building:
Location ofproperty: ~ f)()7':""i NILW ~~ Ave
House No. Street
Subdivision
Permit No. 31 % (0 I L
...- (check one)
\WO!') 5u~w.. t\ji \\<iStp ~thO\q
I Hamlet
rYU~(e~ ~OWI}
Block 0 In
L/7.?S8Q. c..o~"-I-y
Flied Map.
Date ofPemlit.~ Applicant:
Underwriters Approval:
Lot
014.00)
Owner or Owners of Property: S-klfl ~ --+
Suffolk County Tax Map No 1000, Section ----=u I
Lot:
Health Dept. Approval:
Planning Board Approval:
Request for:
Temporary Certificate
Final Certificate:
( check one)
Fee Submitted: $
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Applicant Signature
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C cl -C 30'23 0 .2..
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO.
31861 Z
Date MARCH
20, 2006
Permission is hereby granted to:
MCDERMOTT (BROWN)
15075 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11971
for :
ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING
AS APPLIED FOR
at premises located at
15075 NEW SUFFOLK AVE
NEW SUFFOLK
County Tax Map No. 473889 Section 117
Block 0006
Lot No. 014.002
pursuant to application dated MARCH
17, 2006 and approved by the
Building Inspector to expire on SEPTEMBER 20, 2007.
Fee $
150.00
~~ CJL
t Authorized Signature
ORIGINAL
Rev. 5/8/02
Town Hall, 53095 Main Road
P. O. 80x 1179
Southold, NewYorl< 11971
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Fax (516) 765.1823
Telephone (5; 6) 765.1802
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OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
PPR I 3 2G07
C E R T I F I CAT ION
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DATE:
Building Permit No. ~I~ ~l 2-
Owner:
S-rA/LIle, ... W!i;f'Y1F'1IZl::r Dru<..JJJ
(please 'print)
Plumber:
J.-0..; R V 9"11 'TH
(please print)
.<'-
I certify that the 'solder used in the water supply system
contains less than 2/10 of 1% lead.
Sworn to before me this
-l '2:i-t1>-,
day of 1\.0'<'" I
Notary Publ Ic, Si-..t f.fo\ t<.... county
~~dYY]~
~OOI
, -
MICHEllE L MARTOCCHIA
NOTARY PUBUC-8TATE OF NEWWlIIC
NO.01MA8156671
QUALIFIED IN SUFFOlK COUN1'I
MY COMMISSION EXPIRES NOV. 27.~
Frank W. Uellendahl Architect
PO Box 316. Greenport. NY 11944. tel 631-477-8624. fax 631-477-2997 e-mail: fuellend@optonline.net
April 12. 2007
Clients:
Stanley and Margaret Brown
15075 New Suffolk Avenue
New Suffolk. NY 11956
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Project:
2"" Floor Addition. Alterations and Renovation of the Brown Aesidence.
at 15075 New Suffolk Avenue in New Suffolk. NY
BUILDING PEAMIT # 31861-Z
Additions and Alterotions to the Woodall Aesidence
LETTEA OF CEATIFICATION
Stroooina
As per request by the Building Deportment I inspected the strapping before the contractor installed the
sheathing. All strapping and hurricane clips were installed in accordance with the architect's plans and
specifications.
Insulation
The contractor added one layer of A-lIon top of the previously installed A-30 insulation in the 2'" floor
ceiling of the addition which brings the insulotion value up to A-41. better than specified.
The basement ceiling has the required A-19 insulation.
Fire-ratina in Geraae
All ceilings. walls and girders in the garage ore clod with 5/8- sheetrock.
Hurricane Shutters
The contractor stored 'Is, thick pre-cut structural wood ponels with screws for all new and reploced
windows and doors in the garage.
Copy: Building Deportment
Stanley and Margaret 8ro
3! ?bl c
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
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3110( Z-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND 01NSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
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TOWN OF SOUTHOlD BUilDING DEPT.
765.1802
INSPECTION
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[ ] FOUNDATION 2ND [] INSULATION
f<l FRAMING I ST~PPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
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PAGE 01/01
TOWN OF SOUTH OLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 1{~71
.
TEL: (631) 765-1802
FAX: (631) 765-9502
www.northfork.netlSouthold!
/},/ St./ -C:-
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
~sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
PERMIT NO.
Approved
Disapproved ale
~JO ,20~
{;to, 20~
Examined
Expiration
~/~ ,20-0
f~
. Building Inspector
~U~tJ/~vif!ii ;
Phone~ . , 477....' .~ .
I -, . . ;, f'\l
f' ,. ir) 1:''11
':'~il
MARII' ~ .
APPLICATION FOR BUILDING PERMIT
L:' '-. " ,.
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INSTRUCTIONS
Date h J4/ZC.# I+-
,20b0
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writiJ1g, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICA nON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
~?2Cd~
Nameofownerofpremises Gm~f h~e?;qtZ6( 13eOUJN
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. 6/p~€':f .(~s &ic..o~. /,QC
Plumbers License No. L
Electricians License No.
Other Trade's License No.
I. Location ofland on which proposed work will be done:
/5tJ7S ",ot?:l1J 53t.J~ ,71~
House Number Street
~ 51/FFt!JZK....
Hamlet
(Name)
Lot
Lot
/4.2
County Tax Map No. 1000 Section
Subdivision
1/7
Block Or;,
Filed Map No. "
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2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy ti?&Sr c:e:v.,.. / Z:?L '.
!
b. Intended use and occupancy ;e~!?" t::? Z.L1
.
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
Addition
Other Work
Alteration /"
5. If dwelling, number of dwelling units
If garage, number of cars
to/!
A/-9
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(To be paid on filing this application)
Number of dwelling units on each floor
(Description)
4. Estimated Cost I GO. tJ7/t)
Fee
6. Ifbusiness, commercial or mixed occupancy, specifY nature and extent of each type of use.
(
'77. 7G Rear 7Z 7S~
7. Dimensions of existing structures, if any: Front .' _
Height .v 2Q,.,P Number of Stories <
Depth $61... &5 t'
,
~
Rear n 75
Dimensions of same structure with alterations or additions: Front 7) 7'3
Depth 8t? ~~ ~ Height 4,..0 Ze:J.4 ( Number of Stories
( I
8. Dimensions of entire new construction: Front 77.. 7$ Rear 77. 75
Height IV2t9,.4 I Number of Stories 2' l
I ,w-,' I ~1,
9. Size oflot: Front 77. 7~ 1'1/,7( Rear '77. 70 16tO, Depth
10. Date ofpurchase 02/2001{;
:?
Depth
ga&3r
&76'. #::- '22G/:3Z I
II. Zone or use district in which premises are situated
Name of Former Owner CJt'@J kc. V€:E/?Ocr
,Q-40
12. Does proposed construction vioI'ate any zoping law, ordinance or regulation? YES NO /
13. Will lot be re-graded? YES~ NO /Will excess fill be removed from premises? YES NO tUH
14. Names of Owner of premises !3rptot/l /72'OU.t"4P~ddress .It? t>~d"t:/ ,1/<97/ Phone No. ~ 3/ '7~ /.&67
Name of Architect ~hk t:r::Z:d'~a/ Address ?/'8?/6 J:..m- Phone No c:;?/..q. 77.. f?6?fL
Name of Contractor htc/ 8l-~ Address PlJg,9~u"I'~~eNo. ~3I.. 9'?/B./f364-
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO ~
* IF YES, SOUTH OLD TOWN TRUSTEES & D.E.e. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES_NO ,/'
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTYOF~C
/14c:; V k.. ['ELf..&:.! Of=].j-f ( being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
,Z)ecPt"'TECC{
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
/ 7 . day of L/Y) eM"'...u 20 ----L2k
~J '11 C'.e~ r2.-1I-t''1l'' {,. ./
Notary ublic
LINDA J COOPER
NOTARY PUBLIC, State of New York
NO. 01 C04822563, Suffolk C'?un~ _
Term Expires Oecemller 31, 2~
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STATEMENT <?F INTENT
THE: WATER suppl Y AND SEWAGE DiSPOSAL
SySTEMS FOR THIS RESlDENCE WilL
CONFORM TO THE STANDA~DS O~ THE
SUFFOLK co. OEn. OF HEALTH SERVICES.
151
APPLICANT
SUFFOLK couNTy DEPT. OF HEALTH
SERVICES - FOR APPROVAL Of'
CONSTRUCTION ONL y
DATE:
H. S, REF, NO" elO-'>5-Q094
APPROVED:
SUF'OLK CO:1:AX M~P Dt5lGN.ATtON:
OIST. SECT. BLOCK II'CL.
'oeD. "7 6/." 'l'O'4-
OWNERS ADDRESS:
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Permit #
Pennit Date
Generated by REScheck Package Generator
Compliance Certificate
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Project Title: BROWN RESIDENCE
Report Date: 03117/06
Energy Code:
Location:
Construction Type:
Heating Type:
Glazing Area Percentage:
Heating Degree Days:
Construction Site:
15075 NEW SUFFOLK AVE
NEW SUFFOLK, NY 11956
Permit Date: MARCH 17, 2006
New York State Energy Conservation
Construction Code
Suffolk County, New York
Detached 1 or 2 Family
Non-Electric
15%
5750
Owner/Agent:
Frank Uellendahl
Frank Uelfendahl, Architect
P,O,Box 316
Greenport, NY 11944
Designer/Contractor:
Sid Beebe
Sid Beebe & Sons Builders. Inc.
P,O,Box 979
Cutchogue, NY 11935
COIllP!lfmce Passes
Assembly
Cavity R-Value
Cont. R-Value
Glazing or Door
U-Factor
Ceiling: 38,0
Wall: 19,0 0,0
Window: 0,400
000" 0,350
Floor: 19,0
The proposed building represented In this document is consistent with the building plans. specifications, and other calculations
submi ad with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation
cdns Ion e requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that
.
to: s knowledge, belief. and professIonal judgment, such plans or specifications are In compliance with this Code.
::fUr~ lJELtk1-SVtli-tL -t::IlZ.CW~r; ~117 /0&>
Bpi e Company Name Date
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BROWN RESIDENCE
Page 1 014
. '
,
Generated by RES check Package Generator
Inspection Checklist
Dale: 03/17/06
Ceilings:
o Ceiling: R-38.0 cavity Insulation
Comments:
Note: The ceiling R~values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation
thickness over the plate lines of exterior walls, R.30 insulation may be substituted for R-38 Insulation and R.38 insulation may be
substituted for R-49Insulatlon. Ceiling R.values represent the sum of cavity Insulation plus insulating sheathing (if used).
Above.-Grade Walls:
o Wall: R-19.0 cavity Insulation
Comments:
Note: Wall requirements apply to wood-frame wall constructions. Metal-frame wall or mass (conaete. masonry, log) wall
equivalent R-values can be found In the Help User's Guide.
Wlndows:
o Window: U-factor: 0.400
For windows without labeled U-factors, describe features:
#Panes _ Frame Type Thermal Break? _ Yes _ No
Comments:
Note: Up to 1 % of the total allowed glazing area may be excluded from the U-value requirement. For example, 3 ft2 of decorative
glass may be excluded from a building design with 300 ft2 of glazing area.
Doors:
o Door. U-f._: 0.350
Comments: Front door exempt
Note: Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken
from the door U-factor table in the Help User's Guide. If a door contains glass and an aggregate U-factor rating for that door Is
not available, include the glass area of the door with your windows and use the opaque door U.factor to determine compliance
for the door. One door may be excluded from this requirement (l.e., may hav a U-factor greater than 0.35).
Floors:
o Floor: R.19.0 cavity insulation
Comments:
Nota: The floor requirements apply to floors over unconditioned spaces (such as unconditioned crawlspaces, basements or
garages). Floors over outside air must meet the ceiling requirements.
Note: Add an additional R-2 for heated slabs. The Insulation must extend 1) down from the top of the slab, or 2) down from the
top of the slab to the bottom of the slab and then horizontally underneath the slab, or 3) down from the top of the slab to the
bottom of the slab and then horizontally away from the slab, with pavement or at teast 10 Inches of soll coverlng the horizontal
insulation.
Air Leakage:
o Joints. penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed.
o Recessed lights must be 1) Type Ie rated. or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from
combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from Insulation.
Vapor Retarder:
o Required on the warm.in.winter side of all non-vented framed ceilings. walls, and floors.
Materfals Identtflcatlon:
o Materials and equipment must be installed In accordance with the manufacturer's Installation instructions.
o Materials and equipment must be identified so that compliance can be determined.
o Manufacturer manuals fQr all Installed heating and cooling equipment and service water heating equipment must be provided.
BROWN RESIDENCE
Page 2 of 4
,. '
"
o Insulation R-valu6s and glazing U-factors must be clearly marked on the building plans or speclflcations.
o Insulatlon installed according to manufacturer's instructions, in substantial contact with the surface being Insulated, and in a
manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
o Supply ducts In unconditioned attics or outside the building must be insulated to R-8.
o Return ducts in unconditioned attics or outside the building must be Insulated to R-4.
o Supply ducts in unconditioned spaces must be insulated to R-8.
o Return ducts In unconditioned spaces (except basements) must be insulated to R.
o Return ducts in unconditioned spaces (except oasements) must be Insulated to R-2.
. Insulation Is not required on return ducts in basements.
Duct Construction:
o All jolnts, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
masttc-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 1816.
Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 21n. w.g. (500
Pal.
o The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
o Each dwelling unit has at lesat one thennostat capallle of automatically adjusting the space temperature set point of the largest
lone.
Elecl~c Systems:
o Separate electric meters are required for each dwelling unit.
Fireplaces:
o Fireplaces must be installed with tight fitting non-combustible fireplace doors.
o Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building
Code of New Y01X State, the Residential Code of New Yorl< State or the New Yorl< City Building Code, as applicable.
Service Water Heating:
o Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral
heat trap or Is part of a circulating system.
o Insulate circulating hot water pipes to the levels In Table 1.
Circulating Hot Water Systems:
o Insulate circulating hot water pipes to the levels in Table 1.
SWimming Pools:
o All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy Is from
nort--depletabte sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation: o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2_
BROWN RESIDENCE
Page 3 of 4
-.
Table 1: MInimum InsulatJon Thickness for CIrculating Hot Water Pipes
Heated Water
Temperature (OF)
170-180
140-189
100-139
Insulation Thickness In Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
0.5 1.0 1.5 2.0
0.5 0.5 1.0 1.5
0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Piping System Types
Heating Systems
Low Pressureffemperature
Low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant and
Brine
Fluid Temp.
Range('F)
Insulation Thickness In Inches by Pipe Sizes
2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
1.0 1.5 1.5 2.0
0.5 1.0 1.0 1.5
1.0 1.0 1.5 2.0
0.5 0.5 0.75 1.0
1.0 1.0 1.5 1.5
201-250
120-200
Any
40-55
Below 40
NOTES TO AELO: (Building Depertment Use Only)
BROWN RESIDENCE
Page 4 of 4
ELECTRICAL LEGEND
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= 720 LE ARD DRM:
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DATE: 05/16/2006
SCALE: I /8' = "-0'
BASEMENT
PLAN
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A - 100
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.GENERAL NOTES
1. AlL WORK MATERiAl. AND EQUIPMENT SHAlL BE IN
ACCORDANCE WITH THE NEW YORK STATE UNIFORM
BUILDING CODE, AND THE NEW YORK STATE ENERGY
CONSERVATION CODE, AND LOCAL AUTHORITIES.
2. AlL CONCRffi SHALL BE STONE AGGREGATE WITH A
MINIMUM 28 DAY STRENGTH OF 3000 PSI
3. AlL LUMBER SHAlL BE GRAQE STAMPED DOUGlAS ~R-
lARCH STRUCTURAL GRADE H2 OR BmER
4. PRO\1DE DOUBLE HEADERS AND TRIMMERS AT AlL
STAIR AND FLOOR OPENINGSii POSTS AND PARAlLEL
PARTITIONS, EXCEPT AS NOTE ON DRAWING.
5. BRIDGING TO BE PRO\1DED FOR AlL JOISTS AND
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
6. AlL DIMENSIONS AND G~~E CONDITIONS TO BE
VERIFIED BY CONTRACTOR S PRIOR TO START OF
CONSTRUCTION AND ORDER N OF MATERIALS. THIS
FOUNDATION HAS BEEN D~~IGNED FOR A SOIL
BEARING CAPACITY OF TWO f) TSF AND GRADES
LESS THAN 5%. CONTRACT R SHAlL VERIFY THAT
THESE CONDITIONS ARE MET. AlL ~LL BENEATH
CONCRETE SlJIBS TO BE COMPACTED TO 95%
RElJITIVE DENSITY.
7. AlL HEADERS 6.0 FT IN LENGTH AND OVER TO BE
SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT ANO OVER
BY TRIPLE UPRIGHTS. ALL HEADERS TO BE
MINIMUM OF 2-2,8 OR AS SHOWN ON DRAWING.
8. PROVIOE ~RESTOPPING AT ALL LEVEL
PENETRATIONS
9. PRO\1DE FlASHING AT AlL ROOF BREAKS,
CHIMNEY~J SKYLIGHTS, EXTERIOR OOORS, WINDOWS
AND DEC.S ETC..
10. DO NOT SCALE DRAWINGS.
11. OESIGN CONSULTANTS OR RECORD ARCHITECT-
ENGINEER ARE NOT RESPONSIBLE FOR THE
INSPECTION, SUPER\1SION6 OR ADMINISTRATION OF
THIS CON~TRUCTION PR JECr. FEDERAl STATE
ANO LOCAL ZONING AND BUILDING CODE CbMPlIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO
FACILITATE CONSTRUCTION AND SHAlL NOT BE
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.
13. THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE NEW YORK STATE ENERGY
CONSERVATION CODE.
14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
CHANGES PRIOR TO AND OURING CONSTRUCTION.
15. ELECTRICAl ANO MECHANICAl COMPONENTS TO BE
DESIGNED AND SPECIFIED BY OTHERS.
16. CONTRACTOR SHALL OBTAIN AlL PERMITS AND
INSURANCE NECESSARY TO PROTECT THE ENGINEER
AND OWNER.
17. DO NOT BACKFILL AGAINST FOUNDATION WAlLS
UNTIL flOOR SYSTEM INSTALlATION IS COMPlIETE.
DESIGN CRITERIA:
GROUND SNOW LOAD
LIVING AlREAS AND DECKS
SLEEPING AlREA
\\\ND SPEED
SEISMIC DESIGN CATEGORY
WEATHERING - SEVERE
FROST LINE DEPTH - 36"
TERMITE - MODERATE TO HEAVY
DECAY - SLIGHT
ICE SHIELD UNDERlJIYMENT REQUIRED
- 45 PSF.
- 40 PSF.
- 30 PSF.
- 120 MPH
- B
- YES
v
DESIGN IN ACCORDANCE WITH AMERICAN FOREST
PRODUCTS WOOD FRAME CONSTRUCTION MANUAl
FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD
WINDBORNE
DEBRIS PROTECTION SCHEDULE
PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS
OF MIN 7/16 INCH WITH 2-1/2 ~6 WO SCREWS,
SPACING: 12 INCHES, ARE TO BE PRO\1DED TO COVER
THE GWED OPENINGS OF THE PROPOSED EXTENSION
WINDOW SCHEDULE
v
AlL WINDOWS ARE ANOERSEN PRODUCTS WITH INSUlJITED
LOW-E GlASS AND WEATHERSTRIPPING.
SCREENS ARE PRO\1DED FOR AlL WINDOW/DOOR OPENINGS
Mark Size Description Quantity
A TW3031 0 TW DOUBLE-HUNG 1
B PS 6R Glidin9 Patio Door 2
C PS 6L Gliding Patio Door 2
o FWH 60611 PALR Hinged Patio Door 1
o FWH 31611S Stationary Panel 2
D N 12'-4", 2'-4" flEX FRAME - Semi Circular 1
DRAWING SCHEDULE
A-O TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES
A- 1 SITE PlJIN
A- 20 1 ST FLOOR PllIN
A- 2b PARTIAL 1 ST FLOOR PlJIN
A-3 AS-BUILT 2ND flOOR PllIN
A-40 2ND FLOOR PllIN
A-4b PARTIAl 2ND FLOOR PlJIN
A-5 CROSS SECTION A-A
A-6 FRONT & BACK ELEVATIONS
A-7 SIDE ELEVATION, SECTION B-B
A-8 CRITICAl PATH - CONNECTORS
A-9 NAILING SCHEDULE - FRAMING NOTES
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ENLARGE 2 BEDROOMS ON 2ND FLOOR AND ADD ONE BATHROOM
1ST FLOOR MBR: RENOVATE BATHROOM AND INSTALL GAS FIREPLACE
1 ST FLOOR HOME OFFICE: INSTALL ADDITIONAL WINDOW
BUILDING PERMIT APPLICATION
MAlRCH 17, 2006
FRANK W. UELLENDAHL, ARCHITECT
PO BOX 316
GREEN PORT, NEW YORK 11944
~
=
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2ND FLOOR
ADDITION
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ffi P.D.BOX 316
S GREENPORT, NY 11944
TEL 631-477 8624
FAX: 631-477 2997
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;;:; OWNERS
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15 1720 lEEW/RD DRIVE
oj SOUIHOLD, NY 11971
~ TEL: 631-765-1867
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LOT AREA
EXIST'G BLDG. COVERAGE
ADDED BLOG. COVERAGE
TOIAl BLOG. COVERAGE
ALLOWABLE BLOG. COVERAGE
R-40: 20% OF LOT AREA = co.
1'1 PROPOSED CONSIRUCIION
= co. 40,000 SF
= co. 4,194 SF
= co. 0 SF
= co. 4,194 SF
8,000 SF
SURVEY BY SIANLEY J. ISAKSEN, P,C,
DAlEO: 10/03/2000
NEW SUFFOLK AVENUE
PROPOSED FRONT ELEVATION
SCALE: 1/32' =1'-0'
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5 P.O. BOX J 16
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~g: DATE: 03/17/1006
z~
~2i SCAlE: 1/8' = 1'-0'
~~
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.Q FRONT + BACK
""'"
~(;:j
~:;: ELEVATIONS
l1j;z
;~ DWG. NANE
0
~8 A - 6
80:'
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f4t~l~I~~~w;~
PROPOSED BACK ELEVATION
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PROPOSED FRONT ELEVATION
~
2ND FLOOR
ADDITION
TO THE
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~ BROWN
~ RESIDENCE
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; NEW SUFFOLK, NY
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ARCHITECT
FRANK UELlfNDAHL
P.O.BOX 316
CREENPORT, NY 11944
TEL 631-477 8624
fAX: 631-477 2997
;g
;;:i OWNERS
~ Stooley & Morgaret Brawn
i5 1720 LEEWARD DRIVE
d SOUTHOLO, NY 1197t
~ TEl: 631-765-1867
'" 2ND FLOOR
5
~ ADDITION
~
a;
., TO THE
~
3
~
1;5
tl
8
~ BROWN
~ RESIDENCE
a;
! NEW SUFFOLK, NY
B
=
~
35'-10. ~
==
0 ARCHITECT
51
0
~ fRANK UELLENDAHl
= P.D.BOX 316
~
., GREENPORT, NY 119H
- TEl 631-477 8624
=
= fAX: 631-477 2997
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~
a;
..; OWNERS
~
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....
~ '?
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NEW
BATH MECH
2Xl0 c..J. 0 16"a.c.
(1)1-3/1111-7/"'11.- om
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1-..
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MBR
SECTION B-B
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WEST ELEVATION
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~ ~ DAlE: DJ/17 /2006
~;:; SCALE: 1/8" = 1'-0'
===
'" ~ SECTION B-B
~ ~ SIDE ELEVATION
=:ii;
~~
~ 0" DWG. NAME
~~
9;;1 owe. NO
~
==
9
'5
~
8
~
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A - 7
RIDGE TENSION STRAP CONNECTION REQUIREMENT
WfCl/ TIBLE 14
7 -8d COMMON N,lJLS IN EACH END OF
1-1/4" X 20 GAGE STRAP
RAFTER I CEILING JOIST TO TOP PLATE
LATERAL AND SHEAR CONNECTION
M'CM TIBLE J.J A - (PRESCRIPllVE ILl. TO TIBlE J.J) - 8 FT WAll H8GIIT
3-8d COMMON NAILS (TOENAILEO) REQUIRED
IN EACH RAFTER ,lJNO TOP PLATE
UPLIFT STRAP CONNECTION REQUIREMENT
ROOF TO WALL
M'CM TlBlE J.J B - (PRESC~P1lVE ILT. TO TIBLE J.J) - J6 FT ROOF SPAN
7-8d COMMON N,lJLS IN EACH END OF
1-1/4' X 20 GAGE STRAP
~~
UPLIFT STRAP CONNECTION REQUIREMENT
WALL TO WALL
WFCM TlBlE J.J B (PRESCRIPllVE All. TO TIBLE J.J) - J6 FT ROOF SPAN
7 -8d COMMON N,lJLS IN EACH END OF
1-1/4" X 20 GAGE STRAP
2ND FLOOR
ADDITION
CONNECTION REQUIREMENTS
.0,
1!:l\.
-r -r
_1
EXT'G
1 ST FLOOR
ffl
t't
::m:
~J
100 <Q ~ 450
PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER 1NTERIOR
PORTIONS OF PANELS IN HIGH PRESSURE ZONES.
~l':.. :3!I: NOTE: a '" 4 FT. IN ALL CASES
~ ~
GABLE ROOFS
ld' <8 ~ 4So
RIDGE SffiAP - All ROOF RAFTERS
7 - ad CQMt.lON NAlLS IN. EACH END
OF 1-1/4" 20 GAGE STRAP
ICE SHIRD UNDERlA YfljENT
REOUIRED - 24" FROM EDGE
ALTERNATE POSITION OF
HURRICANE CUP
RAFTER TO TOP PLATE
;5-6d COldMQN NAILS
(TOENA1LED) REQUIRED IN EA()l
RAFTER ANb TOP PLATE
DOUBLE TOP
PLATE
2 K 6 flP16~ D.C.
STUOS
RAFTER TO sruo. -
TYl'ICAL All RAFTERS
7 - 8d NAILS EACH END
OF 1-1/4~ 20 GAGE STRAP
APA RATED PLYWOOD TO
EXTEND TO TOP OF TOP
PLATE.
2 . .. 016" O.C. STUDS
VERIFY IN THE FlaD
EXT'G
FULL BASEMENT
COMPONENT AND CLADDING
PRESSURE ZONES
PROVIDE 5d COMMON
NAILS 0 4" O.C. AT
EXTERIOR EDGE OF All.
SHEATHING.
1-1/"~ 20 GAGE STRAP wI
7 - Bd NAILS 0 EACH lST.FL.
STUD - EACH END - TYP.
( MAX. 46" O.C. )
PL YWOOO SHEA THING
TO OYUI LAP BOX
BEAM - TOP + BOTTOM.
SECTION
HURRICAN
CliP
T~ICAL.
ELEVATION
HOLD DOWN + SHEAR CONNECTION CRITICAL PATH
1-1/"~ 20 GAGE STRAP
o JACK POST
w/7 - Bd NAILS
EACH END - TYP.
1-1/4" 20 GAGE STRAP W
7 - ad NAILS 04an O.C.
EACH END - TYP.
~
=
~
'"
2ND FLOOR
ADDITION
TO THE
i2
~
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~
~ BROWN
~ RESIDENCE
'"
;!;
: NEW SUFFOLK, NY
=
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U
~
~
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=
=
i2
ARCHITECT
~
U
'"
FRANK UEllENDAHl
P.O.BOX JI6
GREENPORT. NY 11944
TEl: 631-477 8624
FAX: 6J1-477 2997
~
~ OWNERS
~ Stanley & Margaret Brawn
E; 1720 lEEWARD DRIVE
GJ SOUTHOlD. NY 11971
= TEl: 631-765-1867
...
~
~
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=
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~ ~ DAlE: 03/17/2006
~ ~ SCALE: NTS
=15
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~ ~ CRITICAL PATH
8'"
;;: ~ DWG. NAME
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8'"
19'" owe. NO
~
=
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~
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=
A - 8
FRAMING NOTES
1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED
DOUGlAS FIR-lARCH STRUCTURAL GRADE No. 1 OR
BETTER.
1. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8"
MIN. THICKNESS OR AS NOTED.
3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR,
EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF
PLYWOOD TO Bt SET ON SOUD BLOCKING. GLUE AND
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS.
4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED
WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING.
5. SOUD BLOCKING SHALL BE PRO~DED FOR ALL JOISTS
AND FLOOR BEAMS AS PER N. Y.S. CODE OR AS NOTED
@ 8'-0" D.C. MIN. PROVIDE t SPACE FOR AIR
CIRCUlATION IN ROOFS.
6. DOUBLE FRAMING AROUND ALL OPENINGS ( skyliqhts,
stoirs etc. ) OR AS NOTED ON DRAWINGS.
7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL
PARTITIONS OR AS NOTED ON DRAWINGS.
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED
WITH RATED GALVANIZED METAL CONNECTORS BY
"TECO" OR APPROVED EQUAL.
9.
NAIUNG SCHEDULE SHALL BE AS PER THE N.Y.S.
BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS
SHALL RECEIVE 5-100 NAILS AT SILL AND PlATE.
ALL EXTERIOR NAILS SHALL BE GALVANIZED.
PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4"
o.c. EXTERIOR EDGES AND 6 d @ 12" o.c.
INTERMEDIATE.
ALL INTERIOR AND EXTERIOR FINISHES, FlASHING
AND WATERPROOFING SHALL BE BY ARCHITECT.
ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PlATE
AND STUD WITH GALVANIZED HURRICANE TYPE
CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR
TIMBER PILE FOUNDATIONS, PRO~DE HURRICANE
CUPS AT ALL PERIMffiR JOIST TO GIRDER
CONNECTIONS.
ALL PRE -ENGINEERED LUMBER SHALL BE GEORGIA
PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND
HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
AS PER MANUFACTURERS RECOMMENDATIONS. WEB
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND
BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"
LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
PERIMffiRS. HANDUNG, STORAGE, AND ERECTION OF
COMPONENTS SHALL BE AS PER MANUFACTURERS
RECOMMENDATIONS.
ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
GALVANIZED MACHINE BOLTS @ 12" D.C..
10.
11.
12.
13.
14.
NAILING SCHEDULE TABLE 3.1 - WFCM
I Joint Description
X
ROOF FRAMING
Rofter to Top Plate (Joe-Jailed) - 1'(011 Heighl: 10 ft, Spacing 16" D.C. (Tobie 3.3A)
Ceilinq Joist to Top Plate Toe-nailed)
Ceiling Joist 10 Porallel Ra ter (FaF.e-nailed)
Ceiling Joist Laps o~r Partitions) (Face-noiled)
Collor Tie to Rafter Face-nailed
Blocking to Rofter ( Ofl.-noiled
Rim Boord 10 Rafter tEnd-nai ed)
WALL FRAMING
Top Plote to Top Plote (Focfl.-noiledl
Top Plates at Intersectian~ (Face-nailed)
Stud to Stud Face-nailed)
Header to Heoder (Face-nailed)
Top or Bottom Plate to Stud (End-nailed)
Bottom Plate to Floor Joist,Bondjoist,Endjoist or Blocking (Foce-noiled)
FLOOR FRAMING
Joist to Sill, Top Plale or ~irder (Toe-nailed)
Bridging to Joist {Toe-nailed
BlacRing to Joist {T oe-naile
BlackinQJa Sill or Tap(Plate ( Tae-) nailed)
Ledger "Strip to Beam Face-nailed
Jaisl an Ledger 10 fkam (Tae-jnailed)
Band Joist to Joist {End-nailed
Band Joist to Sill or Tap Plate (Toe-nailed)
ROOF SHEATHING
Structural Panels
Diagonal ,Boor~ Sheat,hing "
I, , 6 ,or 1 ,B
1 x 10' or wider
C ElLING SHEATHING
Gypsum Wollboard
WALL SHEATHING
Structural Panels
Fiberboord Panels
7 I 16"
15 I 31'
Gypsum Wallboard
Hordboord
Porticleboard Ponels
Diagonal Board Sheothing
1: x rftor 1" x 8D
1 ,10 or wider
FLOOR SHEATHING
Structural Panels
1" or less "
greater than 1
Diagonal Board Sheathing
1: x 6" nor In X an
I ,10 or wider
Nail Sizes
4 - 8d
nip
n%l,o
n 0
n'fa
1 - 8d
1 - 16d
2 - 16d
4 - 16d
2 - 16d
16d
2 - 16d
2 - 16d
2 - 16d
2 - 16d
4 - 8d
2 - 8d
2 - 8d
3 - 16d
3 - 16d
3 - 8d
3 - 16d
2 - 16d
8d
2 - 8d
3. - 8d
5d
8d
6d
8d
5d
8d
8d
2 - 8d
3. - 8d
8d
10d
2 - 8d
3 - 8d
"Nailing requirements are based an wall sheathing nailed 6" an-center at the panel edqe. If wall sheathing is nailed
3 on-center at the panel edge to abloin higher shear capacities, nailing regUlrements lor structural members shall
be doubled , or alternate connectors , such os sheor plates , shall be used to maintain the load path.
When wall sheathinll is continuous over connected members , the tabulated number of nails sholl be permitted to
be reduced to 1 - 1lid nail per foot.
I
2ND FLOOR
ADDITION
TO THE
Nail Spacing
~
'"
'"
per rafter
per joist
each lop
each lop
per tie
each end
each end
i
g
fa
I BROWN
~ RESIDENCE
'"
per foot
joints-each side
" 24 a.c.
16 o.c. along edges
per 1,4 stud
per 1,6 stud
per 1,8 slud
per foot
2
o
; NEW SUFFOLK, NY
'"
u
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~
~
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o
~
~
9
~
ARCHITECT
FRANK UElIENDAHL
P.O.BOX lI6
'" GREENPORT, NY 11944
TEL: 631-477 8614
FAX: 631-477 1997
per joist
each end
eoch end
each black
each joist
per jOist
per lo,st
per oat
=
u
'"
~
'"
;:2 OWNERS
~ Stanley & Margaret Brown
~ 1710 lEEWARD DRIVE
~ SOUTHOLD, NY 11971
~ TEL: 631-765-1867
'"
~
4 n a,c. lperimeter zone
other 6 o.c. edges of
panel, 11" a.c. interior
of panel
per support
per support
15 '~~""
@~ :'i,lC-BED A ~;~
b:Kj. E I ~k.~.:~.,
(~~ '~~ I~-..: .
~ r ,'" I"'l r &\\ v<; ~:~<c.
~"rs~' I..
If .......::'.1:"'..,1,
"..'!t:. 11" f
m,., "~I" .
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~;:; DATE
03 < SCALE:
~~
;:; ~ Nailing Schedule
Ii!! ~ FRAMING NOTES
g"
;;; ~ DWG. NAIIE
u
~8
800
Q;;! OW{;. NO
7" edge I 10' field
6" edge I 11" field
3" edge I 6" field
3" edqe I 6" field
7" edge I. 10" field
6" ed e ! 11" field
6' edije I 11" field
u
=
9
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=
per support
per support
=
=
=
I~
15
8
6" edge / 1 r field
6' edge! 6 field
03/17/1006
NTS
per support
per support
A - 9